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or a variation of more than 10 percent in strength from results obtained with mixtures containing the distilled water shall be sufficient cause for rejection of the water under test.
may be injurious to concrete.
807.02Water for General Purposes
This water shall be suitable for the purpose intended and free from substances harmful to the particular work involved.
807.03Water for Lime Stabilization work
Water shall be from an approved source, free from any substance which might be harmful to the work, and the total inorganic solids shall not exceed 0.20 percent. AIR ENTRAINING ADDITIVES
808.01Air Entraining Admixtures
Air entraining admixtures for Portland cement concrete shall comply with AASHTO M 154. These additives shall not contain chloride added during its manufacture. Air entraining admixtures already approved for use may not be required to meet performance tests; however, new agents not already approved, if deemed necessary, will be required to meet the comparative strength and non-bleeding provisions of AASHTO M 154 modified to require only 3, 7, and 28 day flexural and compressive tests.
The Department has established a list of Chemical Admixtures For Use In Portland Cement Concrete. These products can be found on List II-1 of the Department’s "Materials, Sources, and Devices With Special Acceptance Requirements" Manual. Refer to Subarticle 106.01(f) and ALDOT-355 concerning this list. CHEMICAL ADMIXTURES FOR CONCRETE
809.01Chemical Admixtures for Concrete
Chemical admixtures for concrete shall comply with the requirements of AASHTO M 194 within the following limitations: These admixtures shall not contain calcium chloride or sugars added during its manufacture. The dosage of each type additive will be included in the concrete design mix issued from the Bureau of Materials and Tests. When an air entraining admixture is used with a water reducer and/or retarder, both admixtures must be manufactured by the same producer.
Type A Water-reducing admixtures Type B Retarding admixtures Type C Accelerating admixtures Type D Water-reducing and retarding admixtures Type E Water-reducing and accelerating admixtures Type F Water-reducing, high range admixtures Type G Water-reducing, high range, and retarding admixtures
The Department has established a list of Chemical Admixtures For Use In Portland Cement Concrete. These products can be found on List II-1 of the Department’s "Materials, Sources, and Devices
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